A prismatic beam $\mathrm{P}-\mathrm{Q}-\mathrm{R}$ of flexural rigidity $E I=1 \times 10^{4} \mathrm{kNm}^{2}$ is subjected to a moment of $180 \mathrm{kNm}$ at $\mathrm{Q}$ as shown in the figure.
The rotation at Q (in rad, up to two decimal places) is
A prismatic beam $\mathrm{P}-\mathrm{Q}-\mathrm{R}$ of flexural rigidity $E I=1 \times 10^{4} \mathrm{kNm}^{2}$ is subjected to a moment of $180 \mathrm{kNm}$ at $\mathrm{Q}$ as shown in the figure.
The rotation at Q (in rad, up to two decimal places) is
0.01 to 0.01(OR) –0.01 to –0.01